Eurocode
2-2: 05 or IRC:112-2011
Quasi
-permanent
Select load
combination classified for Quassi -permanent according
to Table7.1 N.
Frequent
Select
load combination classified for Frequent according to
Table7.1 N.
Characteristic
Select
load combination classified for Frequent.
Note
This field is
necessary for calculation of Crack width.
BS 5400-4:1990
For the cracking control
for prestressed concrete, the load combinations considered
for the appropriate category should be as follows:
a) Class 1 under load combination
1
b) Class 2 or Class 3 for
load combinations 2 to 5
Combination
1
Select load
combination classified for combination 1 of serviceability
limit state.
Combination
2 to 5
Select
load combination classified for combination 2 to 5 of
serviceability limit state.
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